Matches in SemOpenAlex for { <https://semopenalex.org/work/W4256122134> ?p ?o ?g. }
Showing items 1 to 48 of
48
with 100 items per page.
- W4256122134 endingPage "502" @default.
- W4256122134 startingPage "502" @default.
- W4256122134 abstract "Crest-fixed steel claddings made of thin, high strength steel often suffer from local pull-through failures at their screw connections during high wind events such as storms and hurricanes. Adequate design provisions are not available for these cladding systems except for the expensive testing provisions. Since the local pull-through failures in the less ductile steel claddings are initiated by transverse splitting at the fastener holes, numerical studies have not been able to determine the pull-through failure loads. Numerical studies could be used if a reliable splitting criterion is available. Therefore, a series of two-span cladding and small scale tests was conducted on a range of crest-fixed steel cladding systems under simulated wind uplift loads. The strains in the sheeting around the critical central support screw fastener holes were measured until the pull-through failure occurred. This paper presents the details of the experimental investigation and the results including a strain criterion for the local pull-through failures in crest-fixed steel claddings." @default.
- W4256122134 created "2022-05-12" @default.
- W4256122134 date "1991-11-01" @default.
- W4256122134 modified "2023-10-18" @default.
- W4256122134 title "PSB observation in copper fatigued at one half the melting temperatureBoehme, F., Hidaka, K. and Weertman, J.R. Scr. Metall. Mater. Dec. 1990 24, (12), 2341–2346" @default.
- W4256122134 doi "https://doi.org/10.1016/0142-1123(91)90511-v" @default.
- W4256122134 hasPublicationYear "1991" @default.
- W4256122134 type Work @default.
- W4256122134 citedByCount "0" @default.
- W4256122134 crossrefType "journal-article" @default.
- W4256122134 hasConcept C121332964 @default.
- W4256122134 hasConcept C127413603 @default.
- W4256122134 hasConcept C191897082 @default.
- W4256122134 hasConcept C192562407 @default.
- W4256122134 hasConcept C2778240408 @default.
- W4256122134 hasConcept C36456112 @default.
- W4256122134 hasConcept C48880136 @default.
- W4256122134 hasConcept C62520636 @default.
- W4256122134 hasConcept C66938386 @default.
- W4256122134 hasConceptScore W4256122134C121332964 @default.
- W4256122134 hasConceptScore W4256122134C127413603 @default.
- W4256122134 hasConceptScore W4256122134C191897082 @default.
- W4256122134 hasConceptScore W4256122134C192562407 @default.
- W4256122134 hasConceptScore W4256122134C2778240408 @default.
- W4256122134 hasConceptScore W4256122134C36456112 @default.
- W4256122134 hasConceptScore W4256122134C48880136 @default.
- W4256122134 hasConceptScore W4256122134C62520636 @default.
- W4256122134 hasConceptScore W4256122134C66938386 @default.
- W4256122134 hasIssue "6" @default.
- W4256122134 hasLocation W42561221341 @default.
- W4256122134 hasOpenAccess W4256122134 @default.
- W4256122134 hasPrimaryLocation W42561221341 @default.
- W4256122134 hasRelatedWork W1628977 @default.
- W4256122134 hasRelatedWork W180928629 @default.
- W4256122134 hasRelatedWork W2041628984 @default.
- W4256122134 hasRelatedWork W2054360345 @default.
- W4256122134 hasRelatedWork W2291207737 @default.
- W4256122134 hasRelatedWork W2372377814 @default.
- W4256122134 hasRelatedWork W2390750864 @default.
- W4256122134 hasRelatedWork W277817474 @default.
- W4256122134 hasRelatedWork W28938495 @default.
- W4256122134 hasRelatedWork W3088653142 @default.
- W4256122134 hasVolume "13" @default.
- W4256122134 isParatext "false" @default.
- W4256122134 isRetracted "false" @default.
- W4256122134 workType "article" @default.